# capacity.toe_end_of_drive()

Toe resistance at the end of the drive, kips.

Usage

[Source](https://github.com/lornearnold/driven-pile/blob/main/src/driven_pile/capacity.py#L25-L53)

``` python
capacity.toe_end_of_drive(
    phi,
    sigma_v0,
    ru_toe,
    residual,
    pile,
    options,
)
```

## Parameters

`phi: float`  
Friction angle of the final foot, deg.

`sigma_v0: float`  
Static vertical effective stress at the toe, ksf.

`ru_toe: float`  
Pore-pressure ratio applied to the toe stress.

`residual: float`  
Modeled minus target capacity at the final reconciled foot, kips; subtracted from the toe so the end-of-drive total matches the log.

`pile: Pile`  
Supplies the toe area.

`options: ModelOptions`  
Rigidity parameters.

## Returns

`float`  
Vesic bearing on the reduced stress `(1 - ru_toe) sigma'v0`, less the residual, floored at zero. No toe setup is modeled.